UNIVERSITAS BINA DARMA, UNIVERSITAS BINA DARMA UNIVERSITAS BINA DARMA - TEKNIK - TEKNIK SIPIL - MEKANIKA TANAH I - TEKANAN AKIBAT BERAT SENDIRI TANAH. UNIVERSITAS BINA DARMA.
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PER 11 PART4_Tekanan akibat berat sendiri tanah(2019-2020)_UNIVERSITAS BINA DARMA.pdf Download (219kB) | Preview |
Abstract
Jawab Anggap berat jenis air γw = 10 kN/m3 Titik A : z = 0 Tek total σ = 0 Tek air pori μ = 0 Tek efektif σ' = 0 Titik B : z = 2,5 m Tek total σ = γ z = 17,8 2,5 = 44,5 kN/m2 Tek air pori μ = 0 Tek efektif σ' = σ – μ = 44,5 kN/m2 Titik C : z = 7,5 m Tek total σ = γ 2,5 + γsat 5 = 142 kN/m2 Tek air pori μ = γw 5 = 10 5 = 50 kN/m2 Tekanan efektif σ' = σ – μ = 142 – 50 = 92 kN/m2 Plot tekanan tanah lihat gambar di atas
| Item Type: | Other |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Mr Edi Surya Negara |
| Date Deposited: | 13 Feb 2022 08:13 |
| Last Modified: | 13 Feb 2022 08:13 |
| URI: | http://eprints.binadarma.ac.id/id/eprint/4855 |
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